CN218374713U - Lattice column matched with concrete structure - Google Patents
Lattice column matched with concrete structure Download PDFInfo
- Publication number
- CN218374713U CN218374713U CN202222860767.4U CN202222860767U CN218374713U CN 218374713 U CN218374713 U CN 218374713U CN 202222860767 U CN202222860767 U CN 202222860767U CN 218374713 U CN218374713 U CN 218374713U
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- angle steel
- batten plate
- steel sheet
- lattice column
- spacing vertical
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Abstract
The utility model discloses a lattice column of cooperation concrete structure, including angle steel and batten plate, the batten plate includes steel sheet, spacing vertical retort and triangular supports piece, the batten plate equidistance sets up in angle steel peripheral top to bottom, spacing vertical retort is fixed respectively in steel sheet one side, spacing vertical retort is located the both ends of steel sheet one side, the equidistance is provided with the triangular supports piece between spacing vertical retort one side and the steel sheet, the both sides of triangular supports piece respectively with one side of steel sheet and one side welded connection of spacing vertical retort. Through the setting of spacing vertical bar, can further increase the area of contact between batten plate and the angle steel, make joint strength better between angle steel and the batten plate, improve the intensity that whole lattice column used, when effectively solving current personnel with welded connection between angle steel and the batten plate, because of the nonconformity of manual welding experience technique, cause the batten plate to weld orderly problem inadequately on the angle steel.
Description
Technical Field
The utility model relates to a lattice column technical field, in particular to lattice column of cooperation concrete structure.
Background
The lattice column is generally used as a concrete structure of a building or a supporting structure in a factory building, and the stability of the building structure is ensured through a supporting mode of a biaxial symmetrical or uniaxial symmetrical section structure.
The lattice column generally comprises angle steel and batten plate, and current batten plate generally is simple structure's steel sheet structure, and when personnel will weld between batten plate and the angle steel, because of workman's naked eye proofreading ability is effective, it lays crooked condition appearance to appear to hang the batten plate long.
The existing lattice column has the following disadvantages: during the welding and assembling of the lattice column, no limiting structure capable of helping a person to perform auxiliary calibration on the butt joint position of the batten plate and the angle steel exists, so that the force uniformity between the angle steel and the batten plate is influenced during the use of the lattice column. Therefore, a lattice column matched with a concrete structure is provided.
SUMMERY OF THE UTILITY MODEL
A primary object of the present invention is to provide a lattice column with a concrete structure, which can effectively solve the problems of the prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
the utility model provides a lattice column of cooperation concrete structure, includes angle steel and batten plate, the batten plate includes steel sheet, spacing vertical retort and triangular supports piece, the batten plate equidistance sets up in angle steel peripheral top to bottom, spacing vertical retort is in steel sheet one side respectively, spacing vertical retort is located the both ends of steel sheet one side, the equidistance is provided with the triangular supports piece between spacing vertical retort one side and the steel sheet, the both sides of triangular supports piece respectively with one side of steel sheet and one side welded connection of spacing vertical retort.
Furthermore, the other side of the limiting vertical bar is connected with the section of the angle steel at the corresponding position in a welding mode.
Furthermore, the angle steels are symmetrically distributed in a double-shaft mode.
Furthermore, the batten plates are arranged in parallel and symmetrically.
Further, the gusset plates are not in contact with each other.
Compared with the prior art, the utility model discloses following beneficial effect has: through the steel sheet, the batten plate that spacing vertical retort and triangular supports block group become, interval between the spacing vertical retort on the same group of batten plate can regard as the spacing blend stop of angle steel assembly time distance, it is better to help the degree of adaptability when assembling between the angle steel, be difficult for appearing crooked phenomenon during the welded connection between angle steel and the batten plate, setting through spacing vertical retort, can further increase the area of contact between batten plate and the angle steel, make between angle steel and the batten plate joint strength better, improve the intensity that whole lattice column used, effectively solve when current personnel with welded connection between angle steel and the batten plate, because of the nonconformity of manual welding experience technique, cause the batten plate to weld orderly problem inadequately on the angle steel, help that whole lattice column can be better support the concrete structure of building.
Drawings
Fig. 1 is the overall structure diagram of the lattice column of the utility model with a concrete structure.
Fig. 2 is a schematic structural view of a batten plate of a lattice column of the concrete structure of the present invention.
Fig. 3 is a schematic structural view of a batten plate of a lattice column of a concrete structure of the present invention.
In the figure: 1. angle steel; 2. a batten plate; 3. a steel plate; 4. limiting vertical bars; 5. a triangular supporting block.
Detailed Description
In order to make the technical means, creation features, achievement purposes and functions of the present invention easy to understand, the present invention is further described below with reference to the following embodiments.
As shown in fig. 1-3, a lattice column matched with a concrete structure comprises angle steel 1 and batten plates 2, each batten plate 2 comprises a steel plate 3, limiting vertical bars 4 and triangular supporting blocks 5, the batten plates 2 are arranged from the top to the bottom of the periphery of the angle steel 1 at equal intervals, the limiting vertical bars 4 are respectively fixed and thermally welded on one side of the steel plate 3, the limiting vertical bars 4 are located at two ends of one side of the steel plate 3, the triangular supporting blocks 5 are arranged between one side of the limiting vertical bars 4 and the steel plate 3 at equal intervals, two sides of each triangular supporting block 5 are respectively welded on one side of the steel plate 3 and one side of each limiting vertical bar 4, the other side of each limiting vertical bar 4 is welded on the section of the corresponding angle steel 1, the angle steel 1 are symmetrically arranged in a double-shaft manner, the batten plates 2 are symmetrically arranged in a parallel manner, and the batten plates 2 are not in contact with each other.
It should be noted that the utility model relates to a lattice column of cooperation concrete structure, during operation, personnel lay batten plate 2 in parallel at the welding table at the equidistance, lay two sets of angle steel 1 in parallel at both ends of batten plate 2 later, and during the prevention, guarantee that the cross section of angle steel 1 is in contact with spacing vertical retort 4 of corresponding position, reach and carry out spacing calibration through the vertical retort 4 of batten plate 2 to the laying position of angle steel 1, personnel weld in advance between the cross section of angle steel 1 and spacing vertical retort 4 later, then get batten plate 2 to lay the angle steel 1 side equidistance that crouches again, and guarantee that the cross section at the top of angle steel 1 keeps contact with spacing vertical retort 4 of batten plate 2, weld steel sheet 3 with the exposed side of angle steel 1, weld spacing vertical retort 4 with the cross section at the top of angle steel 1, again get two sets of batten plate 1 to lay 2 top crouching of angle steel 2 that the side lay and put and lay again, welding the batten plates 2 arranged on the side surfaces and the two groups of angle steels 1 again, ensuring that the steel plates 3 of the batten plates 2 arranged on the side surfaces are in fit contact with the side surfaces of the angle steels 1 during welding, ensuring that the limiting vertical bars 4 of the batten plates 2 arranged on the side surfaces are in fit contact with the cross sections of the two groups of angle steels 1, then arranging the batten plates 2 at equal intervals between the tops of the two groups of angle steels 1, also ensuring that the limiting vertical bars 4 of the batten plates 2 at the tops are in fit with the cross sections of the tops of the two groups of angle steels 1, welding the batten plates 2 at the tops and the angle steels 1 to form lattice columns, finally hoisting or turning over the whole lattice columns, welding the steel plates 3 of the bottom angle steels 1 and the initial batten plates 2 at the bottoms, arranging the triangular supporting blocks 5 between the steel plates 3 and the limiting vertical bars 4 to increase the beam-shaped strength of the batten plates 2 on the side supports of the angle steels 1, and simplifying the whole lattice column forming operation, but the calibration degree of difficulty of greatly reduced manual welding man-hour, it is spacing to angle steel 1 through spacing vertical retort 4, can help personnel better lay the welding with batten plate 2 with suitable position on angle steel 1, help whole lattice column can be better support the concrete structure of building, have higher practicality.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. The utility model provides a lattice column of cooperation concrete structure, includes angle steel (1) and batten plate (2), its characterized in that, batten plate (2) include steel sheet (3), spacing vertical retort (4) and triangular supports piece (5), batten plate (2) equidistance sets up in angle steel (1) peripheral top to bottom, fixed hot welding respectively in steel sheet (3) one side is in spacing vertical retort (4), spacing vertical retort (4) are located the both ends of steel sheet (3) one side, the equidistance is provided with triangular supports piece (5) between spacing vertical retort (4) one side and steel sheet (3), the both sides of triangular supports piece (5) respectively with one side of steel sheet (3) and one side welded connection of spacing vertical retort (4).
2. A lattice column in accordance with claim 1, wherein: the other side of the limiting vertical bar (4) is connected with the section of the angle steel (1) at the corresponding position in a welding manner.
3. A lattice column in combination with a concrete structure according to claim 1, wherein: the angle steels (1) are symmetrically distributed in a double-shaft mode.
4. A lattice column in combination with a concrete structure according to claim 1, wherein: the batten plates (2) are arranged in parallel and symmetrically.
5. A lattice column in combination with a concrete structure according to claim 1, wherein: the batten plates (2) are not in contact with each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222860767.4U CN218374713U (en) | 2022-10-28 | 2022-10-28 | Lattice column matched with concrete structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222860767.4U CN218374713U (en) | 2022-10-28 | 2022-10-28 | Lattice column matched with concrete structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218374713U true CN218374713U (en) | 2023-01-24 |
Family
ID=84934752
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222860767.4U Active CN218374713U (en) | 2022-10-28 | 2022-10-28 | Lattice column matched with concrete structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218374713U (en) |
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2022
- 2022-10-28 CN CN202222860767.4U patent/CN218374713U/en active Active
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